โ Scribed by T. Nogami; M. Kazama
No coin nor oath required. For personal study only.
๐ SIMILAR VOLUMES
The three-dimensional thin layer element method is formulated for the dynamic response analysis of an axi-symmetric structure in submerged soil. Biot's wave equation for fluid-filled porous medium is used in the formulation. The threedimensional thin layer element method computes the wave numbers an
The ramifications of a particular type of causality constraint, namely so-called shadow-zones, are explored in the context of time-dependent boundary element methods. In particular, wave propagation problems in 2-D elastic soil media with anonconvex shape are analysed. Uti) (X, 5; t, 5) = U(j) (5,
Impedance functions for a rigid massless circular foundation resting on a soil layer underlain by a rigid base subjected to vertical harmonic excitation are found using one-dimensional wave propagation in cones. The static stiffness predicted by the model for different depths of layer agrees well wi